Tensile Testing Laboratory

5/20/2018 Tensile Testing Laboratory

1/20

1

Tensile Testing Laboratory

By

Stephan Favilla0723668

ME 354 AC

Date of Lab Report Submission: February 11th

2010

Date of Lab Exercise: January 28th

2010


2/20

2

Executive Summary

Tensile tests are fundamental for understanding properties of different materials, and how

they will behave under load. This lab tested four different materials, including A-36 hot

rolled steel, 6061-T6 Aluminum, polycarbonate, and polymethylmethacrylate (PMMA).

Each material was tested three times using an Instron load frame and the BlueHill data

acquisition software. The data from each test was used to determine valuable material

properties such as ultimate tensile strength, modulus of elasticity, and yield strength.

Other calculated properties included true fracture strength, percent reduction of area, and

percent elongation. These material properties were used for comparing the materials to

each other, and to define the material as brittle or ductile.

The true stress and true strain were calculated for one sample of 6061-T6 aluminum to

show the difference between the engineering stress and strain, and the true values. The

engineering stress is an assumption that uses the initial area of the cross section, ignoring

the effects of transverse strain and the changing cross section. This assumption results in

the drop of the engineering stress-strain curve after the ultimate tensile strength, where

necking occurs.

Using the values of the true strain, the true plastic strain was determined for one sample

of Aluminum (Sample #2) by subtracting the contribution of the true elastic strain, as

outlined in Appendix E. Plotting the logarithm of the true stress versus the logarithm of

the true plastic strain allowed the plastic portion of the true stress-strain curve to be

modeled by the Ramberg-Osgood model, as detailed in Appendix F. While the model did

poorly at low plastic strains near yielding, it did an excellent job just before necking and

the ultimate tensile strain.

The results of the tensile tests showed that the A-36 hot rolled steel was the strongest

material. It had the highest ultimate tensile strength (527.9 MPa), the greatest modulus of

toughness (174.6 MPa), and the largest true fracture strength (1047 MPa). The 6061-T6aluminum had a higher yield (356.3 MPa) than the steel (355.6), but a lower ultimate

tensile strength (374.9 MPa) and true fracture strength (571.8 MPa) due to tempering and

precipitation hardening. All of the materials besides the PMMA proved to be ductile,

especially the polycarbonate, which had a percent elongation of 82.2% The PMMA

samples averaged a percent elongation of only 0.7333%.


3/20

3

A. Introduction

Tensile testing is one of the most fundamental tests for engineering, and provides

valuable information about a material and its associated properties. These properties can

be used for design and analysis of engineering structures, and for developing new

materials that better suit a specified use.

The tensile testing laboratory was conducted using an Instron load frame and the BlueHill

data acquisition software. Four different materials were tested, including 6061-T6

Aluminum Alloy, A-36 hot rolled steel, polymethylmethacrylate (PMMA, cast acrylic),

and polycarbonate. The samples were cylindrical in cross section, with a reduced gage

section. The reduced gage section ensured that the highest stresses occurred within the

gage, and not near the grips of the Instron load frame, preventing strain and fracture of

the specimen near or in the grips. The reduced gage section of each specimen was about

12.7 mm (0.5 inches). The samples were already machined to the proper dimensions

required for the test, according to ASTM standards.

Three samples of each material were tested in the Instron load frame, and the data

gathered into an Excel spreadsheet. The data was used to calculate various properties of

each material, including the elastic modulus, yield strength, ultimate tensile strength. The

data was then plotted on engineering stress-strain curves to compare the samples. The

purpose of this experiment was to gather information about each material so that

important mechanical properties could be determined. This experiment also familiarized

the students with the Instron load frame, BlueHill data acquisition software, and the

general steps to performing a tensile test on a reduced gage section specimen. The data

used for this lab report was not gathered from the student run experiments, but rather

from standardized testing performed by the laboratory professor, to ensure accurate and

consistent results.


4/20

4

B. Procedure

Each specimen was measured with the calipers to determine the diameter of the cross

section. A gage length was determined (typically 50.00 mm) and scribed into the

specimen so that the distance between the two marks could be measured after the tensile

test was completed. A typical reduced gage section specimen is shown in Figure 1, on the

following page. The BlueHill data acquisition software was started, and the correct

material was chosen. The load cell was zeroed to ensure that the software only measured

the tensile load applied to the specimen.

The specimen was loaded into the jaws of the Instron load frame so that it was equally

spaced between the two clamps. The axial and transverse extensometers were attached to

the reduced gage section of the specimen, ensuring that the axial extensometer was set

correctly when attaching it to the gage and that the transverse extensometer was across

the complete diameter of the specimen. This precaution results in better data and prevents

damage to the extensometers.

The Instron load frame, shown in Figure 2 on the following page, was preloaded using

the scroll wheel to ensure that the specimen was properly loaded in the frame, and that it

wasnt slipping in the jaws. The load was released, and the extensometers were zeroed

using the software. The test was started, and the specimen was loaded, resulting in a

measureable strain. For the steel and aluminum samples, the crosshead was initially set to

move upward at 1.27 mm/min, then at 15 mm/min at a specified state beyond yielding.

This increase in the rate of strain sped up the test, but may have also introduced some

error. The polycarbonate sample started at 5 mm/min and was later sped up to 30

mm/min. The PMMA samples were pulled at a constant rate of 10 mm/min.

The data was gathered using the software, and loaded into a spreadsheet. At a set value of

strain (past the yield strain), the software stopped using data from the extensometers, and

started gathering the strain information using the position of the moving crosshead. A

warning message came up on the computer screen, instructing the operator to remove the


5/20

5

extensometers to prevent damage. The test continued until fracture, where the software

stopped the moving crosshead, and finished gathering data. The specimen was removed,

and the crosshead was reset to the initial position to start another tensile test. The testing

procedure was repeated for the rest of the specimens.

Figure 1: A reduced gage section specimen made from 6061-T6 aluminum, ready for tensile

testing.

Figure 2:A typical Instron load frame used for tensile testing.


6/20

6

C. Results

C.1 Engineering Stress and Engineering Strain

The data from the tensile tests was plotted on separate graphs according to material. Each

graph shows the engineering stress versus the engineering strain, as calculated per

Appendix A. Figure 3 shows the three tests for the A-36 hot rolled steel samples, and

Figure 4 shows the three tensile tests of the 6061-T6 aluminum samples. Figure 5 and

Figure 6 show the test results of the polycarbonate and the PMMA, respectively.

Figure 3:The engineering stress versus the engineering strain for A-36 steel.

Figure 4:The engineering stress versus the engineering strain for 6061-T6 aluminum.

0

100

200

300

400

500

600

0 0.05 0.1 0.15 0.2 0.25 0.3 0.35 0.4

Stress(MP

a)

Strain (m/m)

Steel 1

Steel 2

Steel 3

0

50

100

150

200

250

300

350

400

0 0.03 0.06 0.09 0.12 0.15 0.18 0.21

Stress(MPa)

Strain (m/m)

Aluminum 1

Aluminum 2

Aluminum 3


7/20

7

Figure 5: The engineering stress versus the engineering strain for polycarbonate.

Figure 6: The engineering stress versus the engineering strain for PMMA.

0

10

20

30

40

50

60

70

0 0.2 0.4 0.6 0.8 1 1.2 1.4 1.6

Stress(MPa)

Strain (m/m)

Polycarbonate 1

Polycarbonate 2

Polycarbonate 3

0

10

20

30

40

50

60

70

80

90

0 0.01 0.02 0.03 0.04 0.05 0.06

Stress(MPa)

Strain (m/m)

PMMA 1

PMMA 2

PMMA 3


8/20

8

C.2 Material Properties

The ultimate tensile strength for each material is listed in Table 1. The value of the

ultimate tensile strength was found using the process in Appendix B. The strain

corresponding to the ultimate tensile strength is where necking begins to occur.

Table 1:The ultimate tensile strength for the four materials.

SampleMaterial

Ultimate Tensile

Strength, (MPa)Standard Deviation,StDev (MPa)

A-36 Steel 527.9 1.161

6061-T6 374.9 2.218

Polycarbonate 59.18 0.3217

PMMA 77.62 2.606

The modulus of elasticity and the yield strengths were calculated for steel and aluminum.

The corresponding standard deviations for both values were also calculated using the

procedure outlined in Appendix B. All of these values are shown in Table 2.

Table 2: The modulus of elasticity, yield strength, and standard deviations for steel and

aluminum.

Sample

Material

Modulus of

Elasticity,

E (MPa)

Standard

Deviation

of E (MPa)

Yield Strength,

(MPa)Standard

Deviation

of (MPa)A-36 Steel 209300 1966 355.6 1.357

6061-T6 69460 337 356.3 1.979

The modulus of resilience and the modulus of toughness were calculated from the area

under the engineering stress versus engineering strain curves, as outlined in Appendix C.

Both are useful for determining the amount of energy the material can absorb before

yielding and fracture. The values of both are shown in Table 3.

Table 3:The modulus of resilience and the modulus of toughness for the materials.

SampleMaterial Modulus of Resilience(MPa) Modulus of Toughness(MPa)A-36 Steel 0.9725 174.6

6061-T6 1.600 60.03

Polycarbonate 0.3793 63.73

PMMA 0.3091 2.475


9/20

9

The true fracture strength provides the actual value of the stress encountered by the

sample during the tensile test, just before fracture. The true fracture strength is the

greatest stress that the material can handle after yielding. The percent elongation and the

percent reduction in area provide information about the ductility of a material, and how

much it can be stretched before failure. The calculations of these properties are outlined

in Appendix D. The averages of all three values for each of the four materials are shown

in Table 4.

Table 4: The average true fracture strength, percent reduction of area, and the percent elongation

for all four materials.

Sample

Material

True Fracture

Strength, (MPa)Percent Reduction of

Area, %RA

Percent Elongation,

%EL

A-36 Steel 1047 64.79% 33.47%

6061-T6 571.8 54.02% 17.30%

Polycarbonate 94.11 44.88% 82.20%

PMMA 67.29 0.2609% 0.7333%

C.3 True Stress and True Strain

One sample of aluminum was used to find the true stress and the true strain encountered

during a tensile test, and to compare both to the engineering stress and the engineering

strain. The engineering stress and strain does not account for the change in cross sectional

area, and only accounts for the axial strain in the sample. The true stress and strain

account for the change in cross sectional area, and therefore the true stress is higher than

the engineering stress. The true strain is also greater than the engineering strain due to

strains in the transverse direction along the gage of the sample. Figure 7 shows the true

stress versus the true strain, along with the engineering stress and the engineering strain

for the same sample. The second sample of aluminum was used in this analysis, as

defined by Appendix E.


10/20

10

Figure 7:The True Stress versus the True Strain, along with the Engineering Stress and Strain

for a sample of 6061-T6 Aluminum.

The true stress at the point of maximum load (where the ultimate tensile strength occurs)

for the 6061-T6 aluminum sample had a value of 404.9 MPa, compared to a maximum

tensile strength of 376.6 MPa. The true strain at this point had a value of 0.0723 m/m,

compared to an engineering strain of 0.0750 m/m. The maximum true stress at fracture

was 561.5 MPa, with a strain of 0.765 m/m. At fracture, the engineering stress was 261.3

MPa, with a strain of 0.182 m/m.

0

100

200

300

400

500

600

0 0.2 0.4 0.6 0.8 1

Stress(MPa)

Strain (m/m)

True Stress and Strain

Engineering Stress and Strain


11/20

11

C.4 The Ramberg-Osgood Model

The behavior of the true stress due to the true plastic strain can be accurately modeled

using the Ramberg-Osgood equation. This equation models the stress-strain curve as a

power hardening model, after yielding. The resulting equation, as derived in Appendix F,

gives rise to Figure 8, where it is plotted against the true stress and strain values derived

from the experiment.

Figure 8:The plot of the true stress versus the true plastic strain for both the experimental values

and the calculated values obtained from the Ramberg-Osgood model.

The value of the true stress and strain obtained from the Ramberg-Osgood model at three

defined points is compared against the experimental values in Table 5, showing the

increasing accuracy of the model as plastic strain increases.

Table 5:The true stresses calculated using the Ramberg-Osgood model, compared to the

experimental true stress.

True Plastic Strain

(m/m)

Calculated Stress

(MPa)

Experimental Stress

(MPa) Percent Error

0.001 300.5 360.1 19.84%

0.01 353.9 364.1 2.886%0.05 396.7 396.8 0.01496%

0

50

100

150

200

250

300

350

400

450

0 0.02 0.04 0.06 0.08

TrueStress(MPa)

True Plastic Strain (m/m)

Calculated

Experimental


12/20

12

D. Discussion

The test results were consistent for each of the materials, as evident in Figures 3-6, where

each of the three stress-strain curves were approximately overlapping. An interesting

observation can be made from the PMMA graph, where sample one suddenly loses stress

as it is stretched. This sample may have fractured partially across the cross section before

complete failure, or a void could have caused a sudden release of stress. All of the other

samples exhibited consistent behavior.

From the ultimate tensile strength data in Table 1, it is clear that the A-36 hot rolled steel

was the strongest material, followed by aluminum, PMMA, and polycarbonate,

respectively. All of the standard deviations were low, not exceeding 2.606 MPa,

suggesting that the data was consistent and that the testing procedure was valid and

repeatable. The true fracture strength, shown in Table 4, gives a better view of the true

stress at fracture. The A-36 steel had the highest true fracture strength, followed by the

aluminum, polycarbonate, and PMMA.

Although the A-36 hot rolled steel had a much higher modulus of elasticity (209300

MPa, compared to 69460MPa for the 6061-T6 aluminum), and a higher ultimate tensile

strength, the yield strength is about the same as the 6061-T6. The higher ultimate stress is

due to work hardening as the material is plastically deformed. The introduction of

dislocations reduces their motion, and hardens the material. The 6061-T6 is a tempered

and aged alloy that is already precipitation hardened. It will not work harden as much as

the A-36 steel, resulting in a lower ultimate tensile strength. The standard deviations for

the yield strength and modulus of elasticity are also small compared to the average

values, proving the consistency of the data.

The modulus of resilience and the modulus of toughness are important values in

determining the energy that a material can absorb before yielding and before fracture.

The modulus of resilience is the area under the engineering stress-strain curve up until the

yield, and corresponds to the energy per unit volume that a material can absorb before it

yields. The 6061-T6 aluminum had the highest modulus of resilience, followed by A-36


13/20

13

steel, polycarbonate, and PMMA. The aluminum had the highest resilience due to the

high yield strength, and the low modulus of elasticity (compared to the A-36 steel), as

shown in Table 3. The low modulus of elasticity ensured that the aluminum was strained

more before yielding, allowing it to absorb more energy.

The modulus of toughness was the highest for the A-36 steel due to the high ultimate

tensile strength, and the ductility of the steel. The polycarbonate had a higher modulus of

toughness than the 6061-T6 aluminum due to its high ductility, even though it had a

lower yield and ultimate tensile strength. The acrylic had the lowest modulus of

toughness due to its brittle nature.

The percent reduction of area and the percent elongation are indicators of the ductility of

a material. All of these values are located in Table 4. A more ductile material will have a

greater percent elongation, and the material will neck down further, resulting in a greater

reduction of area. The A-36 steel samples had the greatest reduction of area due to the

large amount of necking just before fracture. The polycarbonate had the highest percent

elongation due to the straightening of the polymer chains. The polymer chains did not

neck down after they were straightened, which resulted in a smaller percent reduction of

area compared to the steel and aluminum samples. The aluminum did not elongate as faras the steel due to the alloying of the material and the precipitation hardening that was

used to improve other properties. The PMMA had the lowest percent reduction of area

and the lowest percent elongation, indicating that it is a brittle material.

The true stress and true strain take into account the changing area of the cross section as

it is being elongated, and the strains that accompany the changing area. Accounting for

these two effects results in a final true stress that is much higher than the engineering

fracture stress and a greater amount of strain. As shown in Figure 7, the true stress

reaches a maximum at the point of fracture. At this point, the area is much smaller, so the

specimen cannot withstand a large load, which causes the engineering stress-strain curve

to drop off after necking. There is no ultimate tensile stress in the true stress-strain curve


14/20

14

as with the engineering stress-strain curve, and the true stress is always increasing up

until fracture.

The Ramberg-Osgood model proved to be excellent at determining the true stress at

higher values of true plastic strain, but had higher error at low values of true plastic

strain, especially near the yield strain, where plastic strain is essentially zero. Table 5

shows that near the ultimate tensile strain, the error is very small, but near the yield

strain, the error is rather high at 19.84%. The aluminum samples did not exhibit the

power hardening behavior that is typical of the Ramberg-Osgood model. The engineering

stress-strain curve was flat after yielding, and not curved like the model shows in Figure

8. Since the model was fitted to the data between three times the yield strain, and the

ultimate tensile strain, it does not fit the sample well at low values of true plastic strain.

This error could be alleviated by fitting multiple models to the curve, or by choosing a

different model that better fits the shape of the engineering stress-strain curve.


15/20

15

Appendix A: Calculating the Engineering Stress and Strain

Each material was tested three times, and the Engineering stress was plotted against the

engineering strain. To calculate the engineering stress and strain, the Instron machine

used extensometers up until necking, which measured the strain induced on the sample.

Past necking, the Instron machine obtained strain data from the position of the crosshead.

The load cell on the moving crosshead measured the vertical load applied to the sample.

The diameter of the gage on the sample was measured using calipers, and from there the

area was calculated using Equation A.1. The engineering stress is a function of the force

applied and the original cross-sectional area of the gage of the sample. Using Equation

A.2, the engineering stress was calculated. P denotes the tensile force applied to the

specimen.

(Equation A.1) (Equation A.2)

Appendix B: Determining the Modulus of Elasticity and the Yield Stress

The modulus of elasticity and the yield stress was calculated for all three samples of both

the aluminum and the steel. To find the modulus of elasticity, a small portion of thestress-strain curve was plotted to only include the linear region around zero strain. The

slope of the graph at this point is the modulus of elasticity for that material. Excel was

used to plot this portion of the stress-strain curve, and a trend line was added to best fit

the data. Using the modulus of elasticity, the yield stress was also found. A line was

plotted with the modulus of elasticity as the slope, but it was offset 0.002 mm/mm of

strain. The value of the stress where the two lines cross is the corresponding yield stress.

This method is the standard 0.2% offset method used to find the yield stress. The average

of each value was calculated, along with the standard deviation, using Equation B.1 and

Equation B.2, respectively.

(Equation B.1) (Equation B.2)


16/20

16

The ultimate tensile strength was found by determining the maximum load, and using

Equation A.2 to solve for the maximum engineering stress encountered. The standard

deviation was also calculated for the ultimate tensile strength, using Equation B.2.

Appendix C: Determining the Modulus of Resilience and the Modulus

of Toughness

The modulus of resilience is defined as the area under the engineering stress-strain curve

up until yielding. It is the maximum energy per unit volume that the sample can absorb

elastically. This energy can be recovered by relaxing the stress. Both Equation C.1 and

Equation C.2 can be used to calculate the modulus of resilience.

(Equation C.1) (Equation C.2)

The modulus of toughness is defined as the area under the entire stress-strain curve up

until fracture. It is the maximum energy per unit volume that the sample can absorb

before it fails completely due to fracture. Unlike the modulus of resilience, most of the

energy cannot be recovered by relaxing the stress. The plastic deformation of the material

is permanent. The modulus of toughness cannot be calculated using an equation due to

the variety of shapes encountered in the stress-strain curves. To find the modulus of

toughness for the four materials, one of the three samples was chosen from each material

(All of the data was taken from Sample 1 of each material). The data was loaded into

MATLAB using XLSREAD, and the area under the curve was evaluated using the

TRAPZ command. The cumulative integral from zero strain up until the fracture strain

was recorded as the modulus of toughness. The modulus of resilience was also calculated

using MATLAB, but the integral was only carried out to the value of the yield strain.


17/20

17

Appendix D: Determining the True Fracture Strength, Percent

Reduction in Area, and Percent Elongation

The true fracture strength provides the actual stress at fracture. The engineering stress

does not account for the reduction in area due to necking. Equation D.1 provides the truestress at fracture. The diameter of the gage of the specimen was measured after fracture

using calipers, and the area of the cross section was calculated using equation A.1. andrepresent the load and the area at fracture, respectively.

(Equation D.1)

The percent reduction in area and the percent elongation provide useful information about

the ductility of the material. A more ductile material typically has a higher percent

elongation up until fracture, and the reduction in area is greater as the material necks

down before fracture. A brittle material will not elongate much past the yield strain, and

the percent reduction of area is lower than for a ductile material. Equation D.2 is used to

calculate the percent reduction in area. is the area at fracture, and is the area of thecross section before testing, both taken from caliper measurements before and after the

tensile test.

(Equation D.2)

Equation D.3 is used to calculate the true length of the specimen just before fracture. The

length measured after fracture is less than the length before due to the elastic recovery

when the stress is relieved when the material fractures. is the length of the gage postfracture, and is the engineering stress at fracture. The length after fracture wasmeasured by placing the two halves of the specimen back together, and measuring the

length of the gage. Equation D.4 is then used to calculate the percent elongation of the

material.

(Equation D.3) (Equation D.4)


18/20

18

Appendix E: Determining the True Stress and the True Strain

The true stress and true strain was calculated for one sample of aluminum, in this case for

the second sample. The engineering stress and strain does not account for the reduction in

area as the sample is pulled apart, nor does it account for strains besides the axial

direction. The true stress and true strain show the actual stress and strain encountered

during the tensile test. The true stress can be calculated at any point using Equation E.1,

but since the instantaneous area was not known for this test, other methods had to be

incorporated. denotes the true stress. The tensile force is denoted by P, and theinstantaneous area is shown by A.

(Equation E.1)

For strains below two times the yield strain, the true stress is well approximated by the

engineering stress, shown by Equation E.2. Between two times the yield strain and

necking (the strain at the ultimate tensile stress), the true stress is approximated by

Equation E.3. is the engineering stress, and is the engineering strain. (Equation E.2) (Equation E.3)

The true strain was calculated using Equation E.4, up until necking. From necking until

fracture, there was not enough information to fully define the true stress or true strain.

The final true stress was calculated using the final area and the tensile force right before

fracture, as shown in Equation E.5. The true strain at fracture was calculated using

Equation E.6. A final point was plotted, and a straight line was drawn from necking to

fracture. is the tensile force at fracture.

(Equation E.4)

(Equation E.5) () (Equation E.6)


19/20

19

Appendix F: The Ramberg-Osgood Equation for Plastic Deformation

After the true stress and true strain were calculated, the true plastic strain was calculated

using Equation F.1. This resulted in the elastic strain being taken out, leaving only the

permanent plastic strain. The true elastic strain was calculated using Equation F.2.

(Equation F.1) (Equation F.2)

A plot was made of the logarithm of the true stress versus the logarithm of the true plastic

strain. The plot only concerned the region between three times the yield strain, and the

strain corresponding to the ultimate tensile stress. This resulted in a straight line that was

fit with a best fit model of the curve, yielding a linear equation, as shown in Figure F.1.

Figure F.1:The plot of the logarithm of the true stress versus the logarithm of the true plastic

strain

Excel was used to create the linear equation, and the slope and y intercept were used to

create a model of the true stress encountered, using the true plastic strain, according to

Equation F.3.

(Equation F.3)

y = 0.0710100522x + 2.6908893716

2.58

2.585

2.59

2.595

2.6

2.605

2.61

2.615

2.62

-2 -1.5 -1 -0.5 0

Log(TrueStress)

Log(True Plastic Strain)


20/20

20

Using logarithm identities, the slope of the equation (0.07101) became n in Equation F.3,

and 10 raised to the power of the y intercept (2.6909) became H (490.8) in Equation F.3.

The resulting equation is shown as Equation F.4.

(Equation F.4)

Equation F.4 was used to create a plot of the true stress versus the true strain to compare

it to the experimental plot of the true stress versus the true strain, as shown in Figure 8.

The equation was also used to calculate the true stress at set values of true plastic strain

of 0.001, 0.01, and 0.05. The calculated values of the true stress were compared to the

true stress values obtained from the experiment in Table 5 using percent error.

Documents

Tensile Testing Laboratory